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HomeMy WebLinkAboutProduct Approval-Shutters, Bahama • • SCIS Home Log.In '. User Registration Hot Topics I Submit Surcharge ! Stats&Facts Publications Contact Us j. SCIS Site Map Links I Search dbr „„:7,(2. Product Approval USER.Public User 4 1 s. prainrt Annnwnl'Menf>Prorlurt or Anniiralinn Pvnrrh>AnnliriitlolrI.kit>Application Detail RF i FL# FL8523-R6 ✓,,, CF1G<T Application Type Revision 72/ Code Version 2017 sl; ',) 1q Application Status Approved �4'C' AAA ,9 CpG7i Comments Archived 1:7.1 Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 r (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley I' r irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Bahama 'Compliance Method Evaluation Report from a Florida_Registered Architect or.a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tiliit Jr. the Evaluation Report Florida License. PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By John Henry Kampmann Jr. [J Validation Checklist-Hardcopy Received Certificate of Independence FI 85 3 R6 .O AMERICAN SHIITTFR SYSTEMS SQ,Q, DRAWING-17-109 CERTiF(CATEOFTNDEPENDENGBPDF Referenced Standardand Year(of Standard) Standard Year ASTM E 330 2002 ASTM E-1886-05 2005 ASTM E-1996-05 2005 Equivalence of Product Standards Certified';By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/14/2017 Date Validated 10/13/2017 Date Pending FBC Approval 10/17/2017 Date'Approved 12/12/2017 Summary of Products FL#• Model,Number or Name Description 8523.1 Bertha HV Bahama Shutter(Non- Extruded aluminum blades assembled together and retained HVHZ)Drawing Number 17-109 by jambs/headers to provide Hurricane Protection. Limits of Use, Installation Instructions Approved for use in HVHZ:No FL8523 R6 II AMERICAN_SELLTTE13 SY.STEbS.SSSQ.Ca,JNg Approved for use outside HVHZ:Yes MA.Nallt.A.Liki.5.11111EIRDE Impact Resistant:Yes Verified By:American Test Lab.of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large missile level"0",Wind Zone 1,2 and 3,Max, Evaluation•Reports width is 42 and Max,height is 96"for+45,-55 ps.f,ASD , t 1_ u't_i design load,'Max.width is 120"and Max.height is 70"for iN( DRAWING 17- 0 -pROrJtfCT L�VALU TL1 Qf�l +45,-50 p.s.f., itFPORT.PDF Created by IndependentThird Party:Yes DM MEI Contact Us f:-2601 Blair Stone Road,Tallahassee P:32399 Phone:850;487-1824 • The State of Florida is an AA/EEO employar.cobvridht 2007-2013 State of Florida ::pdvacv Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address.released In response to a public-records request,do not send electronic Mall to this entityhInstead,.contact the offtce,by phone or by traditional mail.,If you have any questions,piease contact 850.487.1395. Pursuant to Section 455.275(1), Florida.Statutesl effective October 1)2012,licensees licensed under Chapter 455,F.S.must.provide the Department withan email address if they have one.The emalls provided may be used for.offlcial communication with the licensee._However email addresses are'public record.If you do not wish to supply a personal address,please provide the Departmentivith an email address which cen be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click ere Produ,ccttA1,pp�ro5 vva�l Accepts: 4-01 Credit Card Safe • }ti UIillmi IlIlty • - --- - -- ------- -- - - - ---- --- --- - - - GENERAL_ NOTE 1. BERTHA N.Y. BAHAMA SHUTTER SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D,) HAS BEEN B..3) MINIMUM EMBEDMENT OF PANELMATE INSERTS INTO CONCRETE OR CONCRETE BLOCK VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE. SHALL BE 1 5/8" FOR CONCRETE AND 1 1/4" FOR BLOCK, RESPECTIVELY, 1/4"0-20 THIS BAHAMA SHUTTER SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES.(MIAMI DADE/ S,S, TRUSS HEAD MACHINE SCREW USED SHALL BE 1 1/4" LONG SHOULD STUCCO BROWARD COUNTY) EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL HE INSTALLED 8.4) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE FOR A DIRECTIONALITY FACTOR Kd=0.85. USING ASCE 7-10 AND SHALL NOT EXCEED THE EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2. BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES B.1, B.2 AND IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-14 8,3). SHALL BE FIRST REDUCED TO AS.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO TO COMPARE THESE W/ MAX. (A.S.D)DESIGN PRESSURE RATINGS INDICATED ON NOTE 2. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND IN ORDER 70 VERIFY THAT ANCHORS ON THIS P.E.O., AS TESTED. WERE NOT OVERSTRESSED, A 33% INCREASE SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS. HOWEVER, FOR CONNECTIONS 8. EACH SHUIItR SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR INTO WOOD, A 1.60 WIND LOAD DURATION FACTOR WAS USED TO CALCULATE SCREWS SPACINGS, TENANT TO SECURE SHUTTER WITH SILL BRACKETS DURING PERIODS OF HURRICANE WARNINGS. • BERTHA H.V. BAHAMA SHU1!EH'S ADEQUACY FOR IMPACT AND CYCUC RESISTANCE HAS'BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS # 9, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERFY THE SOUNDNESS OF THE 0510.01-06 AND 0621.01-07 AS PER ASTM E 1886-05, ASTM E 1996-05 AND ASTM E-330 STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR STANDARDS, QUAUFIED FOR WIND ZONE 3, MISSILE TYPE D, BASIC PROTECTION ONLY. TO SF.FL/CAULK, ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH 2. SEE MAXIMUM A.S.D. DESIGN PRESSURE RATINGS & MAXIMUM SHUTTER DIMENSIONS ON SCHEDULE THE BUILDING TO PREVENT WIND/RAIN INTRUSION. ON SCHEDULE ON SHEET 7. 10, BERTHA N.Y. BAHAMA SHUTTER'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-16 ALLOY AND TEMPER, WITH Fy DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE = 25.0 ksi MINIMUM (UNLESS OTHERWISE NOTED). PERMIT IS APPUED TO. 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES WITH 50 ksi YIELD POINT AND 11. SHUTTER'S MANUFACTURER LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT 90 ksi TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411,3,3,4. EXPOSED SURFACE OF THE BAHAMA FRAME Cl) ®OR QE IN ACCORDANCE WITH SECTION 5. BOLTS TO BE AISI 304 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. 1709,9,3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING, 6. ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 7. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) 12, (o) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i. e. WHERE THE (A) TO EXISTING WOOD UNITS: SOUTHERN PINE No.2, 00.55. SITE CONDITIONS DEVIATE FROM THE P.E.D. - 1/4"0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDER, INC. - 1/4"o x 1 7/16" PANELMATE INSERTS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. (0) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS PRODUCT EVALUATION NOTES: DOCUMENT, PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON A.1) MINIMUM THREADED PENETRATION OF TAPCON ANCHORS INTO WOOD SHALL BE 1 1/2", THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. A.2) MINIMUM THREADED PENETRATION OF PANELMATE INSERT INTO WOOD SHALL BE 15/8 (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY A3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING MEANS, WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH d SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES A.7 AND A.2). ( )ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND (B) TO EXISTING POURED MIN. f'c=3192 psi. CONCRETE OR CONCRETE ASTM C-90 BLOCK .UNITS: WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS - 1/4"s TAPCON ANCHORS AS MANUFACTURED 8Y I.T.W. BUILDEX, INC. LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW!, - 1/4"0x3/4' ALL POINTS SOUD-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, T3.01.1 e4 SPECIALTY COMPANY. 39) ORIGINAL RED. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE r+f rf, ,,,, .i ,if'.OFESSIOTTAL ENGINEER OF RECORD THAT PREPARED IT. - 1/4"0x1 7/16" PANELMATE INSERTS AS MANUFACTURED BY ELCO FASTENING SYSTEMS, 1.1-C, e,,�0�a /4, T�I, , -- - - t��f ^,G/A0�'7- THIS DRAWING 91ALL ONLY BE USED TO --- 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE I 3/4" o,R r w A d OBTAIN PERMITS IN THE STATE OF FLORIDA CONCRETE HOLLOW BLOCK SHALL BE 1 1/4". 6.2) MINIMUM EMBEDMENT OF 1/4"9x3/4" ALL POINTS SOLID-SET ANCHORS INTO POURED P 9F +/ fir y• FLORIDA BUILDING CODE (Han High Veiocity Hurricane Zone) CONCRETE SHALL BE 7/8" OR INTO CONCRETE HOLLOW BLOCK SHALL BE ENTIRELY # i 2 Qs'WO're.. OSSA/ BERTHA H.Y. BN1Ah1A SHUTTER ,87 EMBEDDED. :..�9 . STATE OF i _ NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"9-20 SS, MACHINE SCREW USED 51 I''•f3 � $ er/ze/e> 5 j R,,,,e:r' t 71-IL E C O It'N. AMERICAN SHUTTER SYSTEMS ASSOC., INC. 00114 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS '15771! HO STUCCO, <��'••`n1,<...L•1*,�� s4� 42Es s,575;51 EUWE M `'Qfl��T,i' ,Iff otr am.T�aist r . ,.�..cw 22M nF47 PPLO Etl�r,32001.'.4]MOT ,,rr r,...:0 0W0-,:w.r<.,ocsm0-„r, PA.PA. 1P>«m/):eo-e:ea 17-109 „r,r•' 4-:ca ux.w»uv, _ murmro No 18-C0067:9 ec a amsew vmw us i APUEP.A 121A J,.P.E , 20 41-m. 01Mr rs1 DIM 1 W 7 r1cit o LIG.J 44757 4 — - - ----------- - 4 - - -- -- --- - -- .302" tn CY P. 45 1 1-7 F.-033. r- .- c•:','.9),... , c . c! '? _07844 / • i --.. r '.!7" • .213' i . I1. J7i1L4,,'...eP4 ,14'--//_..?..R-'. - 0457 —•73c\gv‘3 \.,.:,...2 ,-. l f I—j . r_ - -.187 1700 0 . '2'. I- 2000 --2.125 ( .020)-- 2.572 (. ) 4.t ..,.4,.;, I tr'.o I,I,.. bgr;.•i tt ''F-0• . ....,\ 1n)r . ' 0 LOuVEB Al HIGH ViSiBILITY 01/4" B.O. 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THUMBSCREW OR 3,/8o-15x1" LONG tr. , VJEWS z ACLIA1 THUMBSCREW. eV 0 loi LOCKING ROD AT INTERIOR FIXATION .0ev-i--- 7 Pr 7.,. ..1, °•90 . ----7 'S .c, ,4 iiil . 0 4 ,7 ,„,.,„„....„„ . a 7-1 il. `9 rci 1 ''''`),1 01111 A.7/4 "-- _....__ ..._. .._ .. 00 . .0a .2 i /7 -T.- .z I-0 700 •......""'•. +0, C.lic'l ____i i :q i i._______ s'.i. /N)coEtiSi-%. - --$-1. : % r i 1 L I% • FLORIDA BUILDING CODE (Nan High Velocity Hurricane Zcne) 0 .875" SERRATED TUBE I" SERRATED TUBE —WC-, 1.75°--1 44167 s t INSIDE ARM OUTSIDE ARM •i*t * *$ E i 0 22,7 TVIL2,AL ASSA / BERTHA H.V. 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''‘ '.-.1 i •• , 70 TOP RAIL,C 7..--, 1 -i' 164,2"F.H. ':-,11 1 ....; / \----1 'N.,(2) II•x2"Fit ES.EMS. ...._ ? 7 1 r , as..SALS. rpom TOP TO Atiete__ P t t P 7 4 , MAI..IALTB(E! t HAIL(0 r- 1 1 N { L t , i - t ,T i i =I • 7.--- - - , .,.. 41 . / if . ... ......_! 2 1.78. Min. 7 , 2 1/8"WI". 2 1/8. Min. — ,--. j 2 1/8" Min. /--- BLADE ' -, . ELADE ' MADE 7- - ., ,..--c- PENETPAT101 7 1 ! PENETP.i10,: ,..L. PEI IETRATIOI i '-: t4Ti -- ' . . f PENETRAPCM 'a. ,---_, ,:-..--4. l',- 1 '.' F--__ ., ; l I. L --1 7- 1 ;I ,......--- ',..-•'----.-- ------,..,r.;. \ J M rrp ,.......?-7- P..----' f—nr- (i---1 a..41''''-!.c: LI ',.../ LO ...... - t / =I: = 7 . .--- 7 ..J = , i 1 . ---i-T- 1-j(2) ;4.2 112 :- (2)#14,2- _.........-.) L_ -J --i- / ; T ' it.SS.s.us [...: . ...1 @ Pit 5S.51/5. '`,4...... 0 RCM LWATKEi TO ...._ 7 ! 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WIDTH \'D/5A,6A FROM.144B(E:r :y..... i— —F-1 ro ACII*4%1Lik_j )C/5A,6A TO BOTTOM r WOOD SUBSTRATE :,9 D75A,6A 1) 'ri5) („PF1\--/ ,.._.., ,-, J'Gv •vr (SEE SCHEDULE. SHEET 7) % , . iimiemenmeimmememmeng i••••/4A ,s D/5A,6A B'/4A : 11.1111M11.111111111•111111111•1111111 Ii I 1.-- , „..----,„ E-.............E , C/5A,6A 1)D'/5A,6A 'W _____. f i -,-.7-01/ -4-c-r • , ,v.— ____ MMin. 11111_ _ „„ WEAR "W. WOOD SUBSTRATE \---A/•• Bit ,_ now....... .m.......••••••••••••=1 .74A TRW 000(I,-J 61101/1111 FROM JAMB(rt By4A ! immiiiimmisimmiiimmimi IQ TO tt07101! --1!TO BOTTOLI Aius, Nommummummommmomimounl 1 ‘. t 1 v, 7 imiliffisiiimisiiiiimxigx._fi..! 511/M R.A.1.(12; i ` \r-c),(cca; , •.----.G (2) 1114.2'Fit 11•11111.1111IMMININIIIIMINIMINIM (2)#I,42.FA ., (E.E4-7 SCHEDULE Sia7 7)---.0--V"(SEE SCHEDULE. SHEET 7)-4---V" (SEE SCHEDULE, SHEET 7) 1•111.111111.1•111111=11111111iiiiiiiiiiiiiiiiimin ii s...s.:um 120' M . WIDTH FR"ji4JR1' gi aiiiiiiiilliiiiiiiiiiiieg rPfler (PLn(o TO BOTTOM L-... - - -.,CW-A--,,x k;,D/5A,6A RAr._s , 1 - (61 53-- N1/4.---• C/5A,6A- CONCRETE OR CONCRETE BLOCK SUBSTRATE ' D75A,6A .-- ',.....,, ..._., ..,.__.) so_Ps t'...fik ' JA. .TILE4 >.G I MULTIPLE UNITS: CASES .11 (lc 111 ,.._.- i ”vr. (SEE SCHEDULE. SHEET 7) i .1 01°,„VW .........*•,4/1.7% 10 C/5A,6A I,D/5A,6A $,' / ,IC,Etisi.t4.'...,tep':. FLORIDA BUILDING CODE (Non High Velocity Horricone Zone) /D75A,6A .:.7e. I ,, i t i, I IV,44187 s 3 ()MO TrACO.rz. ASSA/ BERTHA N.Y. BAHAMA SHUTTER CONCRETE OR CONCRETE BLOCK SUBSTRATE . : 4 1.... SINGLE UNITS: CASE I 1.1).1----'7:177-- 1 /11WINC. AMERICAN SHUTTER SYSTEMS ASSOC.. INC. c7D/T7 .__..• •• 4, 71L1.77 IL.SING&DIG1.71[7.FuNG COVPAMY ELEVATIONS FOR INSTALLATIONS WITH ',. / - -:. e:. I.•,yv so '''''4.=',VI&Z'A.3.72.%"„=4.1ir *1ST Pkai WAN,ailitrA 33.77 Prt(ecopo2-2x4 !AZ(661)2T.1-ae.1 17-109 INTERIOR LOCKING ROD c-R FIXATION 1. .,_-.......,',.e.,ow '''',..,itillA I tW.' ' MTS. ,,,,,,,,,,,,,, a.s,rra tr,csOay.cra 0-0;47'2 OM Ma 6.11.011. .r.. M.Po 6.0711:111 CUM ORAWING No .0 AP.SCP3 ir.7W 4,.P.C. p 09 1,013 rt:IM 1 ' FLORZA Lk.,4067 . - Wen ----_ 1, - - - j7 _r�l'"//l`/ CONCRETE I el.i.O7.-etOCK_. /` ,, / • '�i% - - RM.VIREO a CORNER (Typ.) j Y x 4'WOOD__ / Y� `,%/ STUDS R'-OfRED \':-- 't / / CORNER{IyP.j "a`;� t /' V !4 �' 3"FOR TAPCONS j c t f2'FOR EOttD-5 - (2) 1/4'0 7APCOtLS OR-- Mir?. E.D. /i + 2•�� � (2) l/4'0:3/4•ALL POINTS a ". -'`kp 50!ID-SEI OR S e // / .� - • I (2) 1/4"o PANEL MATE I SE4T`- j c•W/INTERIOR WEE v � (fir W/2(TERiOR't,EE / .•`'�' ~'` / NOTCHED AT (4)3/1E% ( TAF,) ! T..)f BOTTOM RAIL ALUMINUM NOTCHED AT _ I. �' :;.,--; r,e it,� POP RIVETS I-f "C BOTTOM RAIL f3s ' ��/ i/;'i t'� /% .'//.'f 5/16':2'• u BACs&FROfi�f arTh. 5/16,2 SWT - e sfi - .t �_ s'^�__..____i (�l �(3) 1/4-0 i'APCOt15 OR -114111111.1111.1 ` - _) r ! i-i---- .(00 �� V \(3) 1/4'Px t 7/to PAYELMAIE _ r _ �cERi'S To 74•000 ` �s�xa�zu3suus7-= '- _�_��.= _-. '- _�_ - nr (2) ('14x2" F H. S.S. s.M.s. �I,,•. 1 _L _-- — —_2 J�' --L -- --_ — I°�(2) #14-42"F H. ss. sass. _ FROM JAMB IE)TO BOTTOM Rail i0! —I - ,i E ( FROM JAMB(TO BOTTOM R'-JL') t (2) ®14:2" F.H. S.S. S.M.S. t Q 2 t/.• 07.__.1 k (W/WEE `^ -= HOTCrS)ATD -aux? r. :• 4{ • (2) 9T4o2a F.H. SS S.M.S. _ FROM JAMB E)TO BCADE(A}OR+£-,1,1`a'THUMBSCREW LOCATION Br�OM R4JLI L.A. FROM JtivE(E+TO BLADE OR& s rn:+,aysty cr�rw„ MID HEIGHT TO BRACE JAMB 1 SECTION A—A COtTT, �0 1210 HOGHf TO BRACE JA}aQ SECTION B'—$1 PLANSECTION B—@ ;DIV I tTEFlOIl WEB (2) f/14x2" F.H. SCALE:3/E'. t• EC)CR � (2) 014x2" F.H. CONCRETE HOLLOW BLOCK -7 ROV IN At S.S. S.M.S. Sw/WEB ' S.S. S.M.S. E'W/aiTERIOR vrEB 2-x c-y+OpO REOLIWEO 0 CORNER{iyP.)/ BOTTOM RAIL 12,'„ FROM JAMB�: t:07CHED AT—. ((���""''qq •) TO BOTTOM JAMB�E-} /�HOTCtiEO AT '—sPJDS REOUGi ) TO BOTTOM RAJL(5, BOTTOM Rht ``v A,_/7BOTTOM t6 l E ! TO RAJ_(Oi''''.\ / „RAIL v fia COMER gyp.) ( ,l .j. E 7,/e•+r.4. •I /7 r i `'.`•7 +; , :t `N ' ir--- -Vr • .. , '� CRU , :, y - eva u?nAa+ iauc , —r_-___-_-_-_==.. .7„;,,.,..„:„.4_ _,........._........ ... - ;I, 625'625'1132! i 1 g r <7 ; I /j _ _ ��� .. . z-tazua a .-. ,f::::::-......_______::._........_ =I � , Y .. '•��' s! • -$ xt" LONG- -f SLOT - - (4)3/16-4 r C t%4'C-20§S: .$/l M A:UA.J1tu?1 I. w I. IEf -x1" L0+i0 7. i r THUMBSCREW. -, 1 - .' - - POP 1W+EJ,,- - CONT ` •.I j' TRumBSCREti ! .; - 2 i/wur i' 1 f . --- j._"(2) yet)TAPCONS OR - TAPCO?S-•4i1== .b (2) 1/4-04/e All POINTS 1 tt i -- - SQ-10-SET OR .1/01giui'i'i . .11 . 1 1 _ TO{;'000• n Pat 1l7�'E gt�ERTS f "' '(2) 1/4'0 PA?TEL MATE a{SERT , - - r - `' or VCiEP�$ea''✓• n FLORIDA BUILDIHC CODE (Non High Velocity H.nri:aae Zane) • ' ELEVATION 1 No.44167 077?714+tb-O.. * +;.c:3!a" r ASSA/ BERTHA H.V. BAHAMA SHUTTER ",.:i:,;s 9,...A.,•• "•�~ =;i� / I I L 1 C C►0 inc. \ AMERICAN SHUTTER SYSTEMS ASSOC., INC. Q7we/i7 /r•' •is. L. MUT 1151742 t LN99NEtFJN2 COURANT 42434£2222422 01:F A' 07). V 1� ::�"4.1", r-K7.t.v247.=.m<p 1707 RAX P_AJ;ILIP A 31.27 V • 17-109 INA Et " IS�hcAscoGagst'rr��-u4 ` P.++.(eL7}f71-�a fIJ,�:L?IIA➢ 0745961 J, A.77-LIT :A , �6. - _ n'kJOA A L 6.R✓-,1.E u-Un �9 r SKIT 4 OF 7 rxct A a z f s.?c7 , • CONCRETE HOLLOW ELOCK� REQUIRED 0 CORNER gyp) ` `` / /-- -----------"42"x 4.-WOW—, \ ;� r'-------1 STI 'S FE0JtRE6 - ,/ •=\ s a 3"FOR TAPCONS ./ f \ ' (2) 1/4b TAFCOUS OR "'T3 1/2"FOR SOUD-SP;T / -�` I' f Min.E.O. 2'•x^.. E.D.ED.-- (z) 1/4•ox3/a°ALL POINTS -,�' ,- '=- I = �� SOLID-SET OR '� A \ / 1 F1 /�I (2) 1/4-8 PANEL MATE INSERT I` , /' ri "11:IERiOR T. I E)EE)ii/VI-TERM WEB / ' `t J ` i/ p NOTCHEDRT (4) 3/16"0 T(&IAC�E TaP.) NOTCHED AT _ b / l BOTTOM RAL/OI'6a AUJMJN111! tT BOTTOM RRL+ 8.8 t /ill'A� / f % BACK 88 FO 5 �r g � t SLOT �r f 1OT� _- ----- -1 \ �"i�� s.a -T-�- -- _ �r (3) I/4'o TAPC075 OR III I Si W _,-........-/ i - - �-= kI-=== ----.7.-- -......-...,,,_-_-='7"----,-7-77/1,,V147=14 -� Ft e^ (3) 1/4'0 s 1 7/16' �:`w� 4 __ PAnD MATE stSER75 TO 2400 O , ' oaaul<aamtr*--'r-- _--— _rr=^-"_._.- '- .-'-- __-r-�_ ..,-------=-- ------ _- ne 47=114 "' ,nuurusr '� G+ 2 14x2" H. S5. S.M.S. !. '- - _.._ - I pp ��—____w ( ) $ L �_ J# L t�1 J -- -` (2) §14x2•F.H. S.S. S.M.S. FR01/, JAMB TO BOTTOM RAIL(D! ------ I- -.._- __...� _�..- ls.---� - t----=r , +'"� + (2) 814x2° F.H. S.S. S.M.S. �/ I may, y 1 ��l + it �`--'J'L7. -- .fes ;FROM2)JAMB TO c0T70t! P.A1L 0. FROM JADE r_E)TO BLADE CJ OR,'� f UCTCNED AT f I »Bras Pi�mlra,- l�J I OM 414x2" F.H. S.S. 5_MS. ® MID HEIGHT TO BRACE JAMB TO'THUMBSCREW LOCATPG'i `�/ I ra'tnweaeatcu[wn IETMI JAEIGH1.43,T TO BRACEJAMB SECTION B'-Br BOTWM RAL(il„) SECTION A-A CONT. - 9 MIO HEIGHT TO BRACE JAMB 8-13PIAN SECTION B- (2) 114x2" F.H. 92ELE 3/E'.r r TO CR (2) I14x2` F.H. i- /^� 7 ,it,W/INTERIOR RED Af-S.S. SACS, OW/WEB £TrP. S'5. S.fA.S. —�. C. W PIMP-CR:/EB 1"1 F f 2'x 4"WOOD CONCRETE HOLLOW BLOCK NOTCHED AT--r, /i FROM JAMBE ( ) AT �:/ REQUIRED 9 CORNER (Typ.), E BOTTOM RAIL r Sj �- NOTCHED A7- FRO?.I J 9 < , P1JT'TOM gait 1 ° 625' 7—STUDS P.iOUftED -t j, TO EOTTOM RAILl0, [;07709 RWLg '`°-.,,, F ! To EOTTOU AP_ar", '\v i , 6 cOR1<ER r— 1 (TSP•) 1,,,,Ly,,,,,„,...,, D/14°,2' +', / t t, I 4 1 1 r/,rua I , --0, i ( .//�1 ® iRItE P ,+ SLOT 7 `I - 'y i S �•7rL t �'l, :O�Fft 00 rraTcv r' .1 f 1 [ i„ ' • j' �, k� u N""°f+.a= ;r— —1 rr� rt. c :!__- L 1---. --- -'V-- 1 4_---: c. — - In i'illA v' i - -.. / _ii.1 . If, \ h ,•, r.' C> 71;‘-'. . N Irtk I y/1�5i 1tLF - / ___ _ •r 1- - _.0......„....._.*__---`Z. -'r_-____I______ —_S—.._____ .q^,e^1._ _ __,LN_��.zst <-iY - _-i 1/4'4-20 55J I ''tIt 7.. (a}../16.0• i - I1 N�' .. t 1 • ALUAgn'Ufd I :' (`�-1/.°0-20 5.4. .. . . t I% THUatB_CRJt ." ,. I - -.srt L0�'C - . . e'.•.;or warden 1 '1 POP FR TT COTTT,I - t 1flUvBScAE'. •`f.., 1 6 I , --- - `(2) 1/4`0 TAPCONS OR I - iI •.. (3) 1/4`0 7PFCC1IS OR--j .. - - (2) 1/4•Ca3/4•AIL FONTS - f' l (3) 1/4'0 x 1 7/16' ., SOLID-SE7 OP. r!y�r _i_� 1,• • ANEUdATE INSERTS TO WOOD I.' (2) 1/a'C 1 AnEI W TE IHT-5ET'' r'' �T I • . .. � "r :,r r� ````/y`CEIV lt F�P,�'y FLORIDA BUILDING CODE (Non High Velocity H ELEVATION/T\ Ep nu 787Lq 2.2. 9 e oc;ty urricene Zone) NB.44167 ATI ASSA/ BERTHA H.V. BAHAMA SHUTTER , .m`�a,„ 1 •on�� y; r - / I�. ECO 1.c. \ AMERICAN SHUTTER SYSTEMS ASSOC., INC. n..E ty 11.117 7838N0 k[27122.212,0 COMPAN7 42E8 nL7P 423 O7ff !', 1 ''''''Al", Y.t...s3_n sx,}v s_f+roam .°'r�v vn NLS!PALM EFY..N.IL0ti. 13437 .�f1��11 s....r„sgrr-rs,r.:srz#,.r:,I PNCatcaa2-=Cs 2,2,2MO202-8333 77-tL"9 i°,rrr/rr1�j1 ff1 i .7.82 k 2:8-002G�4,G. -.f4 O. I- y 1131210311, Lon m, a�a' 17P.urx4 mi SN�7 eJ O 7 1 - . _ _ ..__ __ __ _ ____. _ _ . _.. . _, ___ ...._ wc,.,.._... 0.11,41424.7-if --.....___:.. OCC mE,..22R ...----`-•-• RrJ.I.PCO P.5jAlf.ED ‘' •i ...,-- / z f, .. -- Coils=Srie7) (22I SWLS VZ 7) ' ,,..„... 04on SOw•4e17a2LE 044W 7), 1/ )0SZN6 II+to ' I .- Ccee. k . i. ,•,, . , ( :.01,1.01.1•1.1.114.1,01,40 I(i 1 •'..'.44,1*14,2;1.14044,04__:i FO , 1.—. . ,,i .4,1=:714;14.14.1•1•11MIS . ------rA cf ril:9 -14 „13,i„ ,. , - , 1 -74- . ., .. 1 — [Fil \ 11 i rij'gi La)3/16-0 .V.I.CASC.10 POP FIATS EIA...N k MVO ' \' V t,': ', I t?.. .! FRU OUST_ ''' TO TOP P.M.C,, - l ','I TO 1220 RM.c0.) . 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A (0t.7 KR Isstaf WM) 'k '' t \ `.t ‘IV\ ' ,.. 1/4'8-20 120.7 0/1107- ,, ,.., ,-(7.s. ......,...:„ 00204370 91 IIIthien3u— Ay. s s.„.,,.., _„„,'\ \., -Tgin'ttr,,, -C) ‘r, ' '‘ ' \4 .., \ b ;`,\•,,..' ....,,,._Lls e217au Rt. 1 • , -0 11072011 WA@ 2.e 1=1 1M 1 r . ' •.10,.01,1.1•01.1101.111.0'i , . -1 • .1'1 \ 1 V ..01..1.1•104,•1.1,01..1.1 . . ;ME ill VWL4127 ; \'1, i :'t•I II..., 124,2X&17.04 ' '. .1.11,1.1014.1.14.1.1,101.C.1 ' •' ' . rPI0 UM ome " <,-'•• .c.L,c, • otyisr.goi \X(...y I- 1\l' :.i.P1,1,14141141)1..9,:•• ` FWD \ tkt.,.\ + 1/4., i •I t ‘,\ `.,A pr.- ,..) will .• ,,v,,, •,, ,r , ,• i,‘,„ , ,,, , el ..." ,„, . , , 0, •,, IL...1_ .11 z: ' wer-22 ft...3=Iv .,.1 Cext. 4,.' \ k% I\\,A. \ \I\\‘k%' F,L 1 \, A\,114,,1,\.•1\•01.14io1ilei 11 '.. .,„vt/a) 1 ,/ c Fv70 -i020 #.14S00 ,I19CU3:rfG,A.., .%, - 14I 10*t,14 1 - . -4/4*0-0,V21 0/.70.1 F(SI2SS)T.31•f2 t0 vex TaiCtP(a)1/4% 1 7/16 \45)1/41 T.002A(2)//.i1 7/1sTO 6637)049 mN,, .,t4 Plan OW:02 70 SPA 0904101 a, 114/ 50R75 C.4.. 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